Peer-Reviewed Journal Details
Mandatory Fields
Rodgers, M,Zhan, XM
2004
July
Bioresource Technology
Biological nitrogen removal using a vertically moving biofilm system
Published
()
Optional Fields
biological nitrogen removal (BNR) denitrification nitrification vertically moving biofilm system wastewater treatment MUNICIPAL WASTE-WATER REACTOR BED DENITRIFICATION NITRIFICATION NITRIFIERS SUBSTRATE DYNAMICS FILTER
93
313
319
In this study, a biological nitro en removal process using a vertically moving biofilm system was used to treat synthetic wastewater. The process consisted of two pre-denitrification units, one combined carbonaceous removal/nitrification unit and three nitrification units. Each unit employed biofilm growth on a plastic module. In the anoxic units, the modules were vertically moved, while always submerged. in the bulk fluid; in the aerobic units, they were moved vertically up into the air and down into the wastewater. Three small-scale experiments, having different recirculation ratios and influent loadings, were conducted at a controlled temperature of 11degreesC. In this system, the carbonaceous removal efficiency was in the range of 94-96% and the total nitrogen removal efficiency was 77-82%. In the anoxic units, the denitrification efficiency was 94-98% and the real denitrification rates, based on the surface area of the biofilm modules, were 2.9-3.8 g NO3-N/(m(2) (.) d). The nitrification efficiency occurring in the aerobic tanks was up to 95% and the maximum areal ammonium removal rates were 1.3-1.8 g NH4-N/(m(2) (.) d). (C) 2003 Elsevier Ltd. All rights reserved.
DOI 10.1016/j.biortech.2003.09.017
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